JPS6095021A - Measuring method for bearing power of soil - Google Patents

Measuring method for bearing power of soil

Info

Publication number
JPS6095021A
JPS6095021A JP20389983A JP20389983A JPS6095021A JP S6095021 A JPS6095021 A JP S6095021A JP 20389983 A JP20389983 A JP 20389983A JP 20389983 A JP20389983 A JP 20389983A JP S6095021 A JPS6095021 A JP S6095021A
Authority
JP
Japan
Prior art keywords
weight
electromagnet
rod
support
spring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP20389983A
Other languages
Japanese (ja)
Inventor
Nobuyuki Ueno
伸行 上野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP20389983A priority Critical patent/JPS6095021A/en
Publication of JPS6095021A publication Critical patent/JPS6095021A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • E02D1/022Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To improve measuring precision, by a method wherein, through a lifting tool having an arm part energized by a spring and releasing a weight from grasping through the working of an electromagnet, a weight, engaged with a rod, is lifted up and released from grasping. CONSTITUTION:With a lifting tool 9 lowered through reverse running of an electric motor M, after a slope surface 45 of a coupling part 43 is brought into contact with the upper surface of a flange 3a of a weight 3 and an arm part 10 is forcibly opened against a spring 6, a grasping part 10a is engaged with the under surface of the flange 3a to grasp the weight 3. Thereafter, when, with the weight 3 lifted together with the lifting tool 9 through forward running of the electric motor M, a contact probe 27 makes contact with a contact piece 51, and a switch 54 is turned ON to energize an electromagnet 7. Thereafter, through magnetic repulsion action between the electromagnet 7 and a permanent magnet 41 of the arm part 10, the grasp part 10a is opened, and the weight 3 is dropped. Further, the weight 3 exertes an impact on a rod 4 through a drop pad 8 to insert a cone part 26 into a ground.

Description

【発明の詳細な説明】 〔技術分野〕 本発明は、バネと電磁石とを用いて所定の高さから重錘
を落下させる引上げ具を具えた地耐力測定装置に関する
DETAILED DESCRIPTION OF THE INVENTION [Technical Field] The present invention relates to a soil bearing force measuring device equipped with a lifting device that uses a spring and an electromagnet to drop a weight from a predetermined height.

C背景技術〕 道路の路床、路盤の地耐力の検査等のために、所定重量
例え番ず50kgの重錘を所定距離(通常50cm)落
下させ、その落下衝撃によってロッドを地中に打込む形
式の地耐力測定装置が多用されている。しかしこの装置
は、重錘を多数回落下させなければならず、又その持上
げは人手を利用してきたため測定作業には疲労が伴い又
測定精度も不正確となりがちであった。
C Background technology] To inspect the bearing capacity of road subgrades and roadbeds, a weight of a predetermined weight, for example 50 kg, is dropped a predetermined distance (usually 50 cm), and the rod is driven into the ground by the impact of the fall. This type of soil bearing capacity measuring device is often used. However, with this device, the weight had to be dropped many times, and the lifting was done manually, so the measurement work was tiring and the measurement accuracy tended to be inaccurate.

かかる問題点を解決すべく、本出願人は、実願昭57−
19660号公報によって、電動機を用いて重錘を引上
げるごと(した地耐力測定装置を提案したが、このもの
は電動機の過電流を検知してその切上げ高さを定めるご
とく形成していたため、電気回路が複雑となり、保守性
にもやや劣るものであった。
In order to solve such problems, the present applicant filed the U.S. Pat.
Publication No. 19660 proposed a soil bearing strength measuring device that uses an electric motor to raise a weight, but this device was designed to detect the overcurrent of the motor and determine the rounded-up height. The circuit was complicated and maintainability was somewhat poor.

〔発明の目的〕[Purpose of the invention]

本発明は、紐体に、電磁石によって重錘を落下させうる
引上げ具を結着することを基本として、前記問題点を解
決しうる地耐力測定装置の提供を目的としている。
An object of the present invention is to provide a soil bearing strength measuring device that can solve the above-mentioned problems, based on the fact that a lifting tool that can drop a weight using an electromagnet is attached to a string.

〔発明の開示〕[Disclosure of the invention]

以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below based on the drawings.

図において、地耐力測定装置1は、支柱2に、重錘3を
有する地耐力測定用のロッド4を支持させるとともに、
支柱2の上部を通る紐体5の一端を電動機Mに巻取り可
能に連係し、又その他端には・バネ6と電磁石7とによ
って、前記重錘3を把持しかつ開放する引上げ具9を結
着している。
In the figure, a soil bearing capacity measuring device 1 has a support 2 supporting a rod 4 for measuring soil bearing capacity having a weight 3, and
One end of the string 5 passing through the upper part of the support column 2 is connected to the electric motor M so as to be able to be wound thereupon, and the other end is provided with a lifting tool 9 that grips and releases the weight 3 by means of a spring 6 and an electromagnet 7. It's tied together.

前記支柱2は、箱状をなす基台11の前面に立設され、
又その上端には、前後にのびがっ両端にプーリ13.1
4を設ける軸受片17を固定するとともに、支柱2の前
方かっその上下には、前記ロッド4を遊挿し、該ロッド
4を下降自在に支持する支持片19.2oを突設してい
る。又前記支持片19には紐体5を通る透孔を設けると
ともに、支柱2の後方上端部にも、紐体5を案内する支
持片21が突設される。
The support column 2 is erected in front of a box-shaped base 11,
Also, at its upper end, there are pulleys 13.1 on both ends extending back and forth.
4 is fixed, and support pieces 19.2o protruding from above and below the front bracket of the support column 2 allow the rod 4 to be loosely inserted thereinto and support the rod 4 so as to be freely descendable. Further, the supporting piece 19 is provided with a through hole through which the string 5 passes, and a supporting piece 21 for guiding the string 5 is provided protruding from the rear upper end of the support 2 as well.

前記基台11は箱状をなし、その内部に、前記紐体5の
一端の固定する巻取りドラム23と前記電動機Mとを収
納しており、前記紐体5は、電動fiMの正逆転によっ
て巻上げかつ巻戻しうる。
The base 11 has a box shape, and houses therein the winding drum 23 to which one end of the cord 5 is fixed and the electric motor M, and the cord 5 is rotated by forward and reverse rotation of the electric fiM. Can be rolled up and rewound.

前記ロッド4は、下端に打込み用のコーン部26を有し
かつ継ぎ足し可能な円軸からなり、該ロッド4には受難
8が固着される。又その胴部には周i8aが形成され、
この周溝8aには、持上げ高さ設定器30の、前記支柱
2に上下動自在に遊嵌した基部28下端に設ける突片2
9が嵌り合い、又基部28の上端には、ロッド4に向か
い突出する接触片27を形設する。前記重錘3は岐受量
8の上方でロッド4に遊挿され、前記引上げ具9により
引上げられかつ落下することによって、受難8に落下衝
撃を作用させる。又重錘3にはその上部にフランジ3a
を膨設する。
The rod 4 has a cone portion 26 for driving at the lower end and is composed of a circular shaft that can be replaced, and a rod 8 is fixed to the rod 4. In addition, a circumference i8a is formed on the body,
In this circumferential groove 8a, a projecting piece 2 provided at the lower end of the base 28 of the lifting height setting device 30, which is loosely fitted to the support 2 so as to be vertically movable.
9 are fitted together, and a contact piece 27 is formed at the upper end of the base 28 and projects toward the rod 4. The weight 3 is loosely inserted into the rod 4 above the support amount 8, and is pulled up by the lifting tool 9 and falls, thereby applying a falling impact to the weight 8. Also, the weight 3 has a flange 3a on its top.
Expand.

引上げ具9は、ロッド4を挿通する筒部31の上端に、
下方を開口した直方体状の筒部32を固着したケース3
3を有し、又筒部31は筒部32に比して短寸に形成さ
れるとともに、筒部31と箱体32とは、垂直な継ぎ板
34及び該継ぎ板34に直交する位置に配する水平な継
ぎ板35とにより、筒部31のほぼ中間位置で連結して
いる。
The pulling tool 9 is attached to the upper end of the cylindrical portion 31 through which the rod 4 is inserted.
A case 3 to which a rectangular parallelepiped-shaped cylindrical portion 32 that is open at the bottom is fixed.
3, and the cylindrical part 31 is formed shorter than the cylindrical part 32, and the cylindrical part 31 and the box body 32 are connected to a vertical connecting plate 34 and a position perpendicular to the connecting plate 34. The cylindrical portion 31 is connected at approximately the middle position by a horizontal joint plate 35 arranged therein.

又継ぎ板35には、前記電磁石7がその磁極を前後に向
は取付けられる。又該ケース33内にはアーム片10を
収納する。アーム片10は、X字状に交差しかつ交差部
を筒部31、筒部32で支持させる支持と736で枢支
した一対のリンク37.39を有し、該リンク37.3
9は筒部31の両側に夫々配着される。又リンク37.
39の上端部は、電磁石7の磁極に向は折曲がり該折曲
がり部の先端には、電磁石7の磁性と同極性を向き合う
側に有する永久磁石41を添着する。又その上端には、
筒部32との間に前記バネ6を介在する。
Further, the electromagnet 7 is attached to the joint plate 35 with its magnetic poles facing forward and backward. Further, the arm piece 10 is housed in the case 33. The arm piece 10 has a pair of links 37.39 which intersect in an X-shape and are supported by the cylindrical portion 31 and the cylindrical portion 32, and a pair of links 37.39 pivoted at 736.
9 are respectively arranged on both sides of the cylindrical portion 31. Also link 37.
The upper end of the magnet 39 is bent toward the magnetic pole of the electromagnet 7, and a permanent magnet 41 having the same magnetic polarity as the electromagnet 7 on the opposite side is attached to the tip of the bent portion. Also, at the top,
The spring 6 is interposed between the cylindrical portion 32 and the cylindrical portion 32 .

又リンク37.39の枢支点下方は、内向きにく字に折
曲がるとともに隣り合うリンク37.37.39.39
には互いに連結され、その連結片43は内向きに突出す
るとともに、その中央には重錘3の形状とほぼ等しい円
弧溝44を形設する。
Also, the lower part of the pivot point of the link 37.39 is bent inward in a dogleg shape, and the adjacent link 37.37.39.39
are connected to each other, and the connecting pieces 43 protrude inwardly, and an arcuate groove 44 approximately the same shape as the weight 3 is formed in the center thereof.

なお該連結片43の上面はほぼ水平をなす一方、その向
き合う内面は上方に向かい内向きに1g4り斜面45が
形成される。従ってアーム片10はバネ6により付勢さ
れ連結片43が接近して重錘3のフランジ3a下面を把
持でき、該連結片43は重錘3を把持する把持部10a
を形成する。なおケース33にば之はぼ上面に紐体6を
結着するアイボルト49が岬結され、又筒部32の前面
には前記接触片S27と当接する傾動自在な当片51が
取付けられ、また当片51裏面に突出する動作端を具え
たスイッチ54と、蓄電池53とを筒部32内に収納し
ている。
The upper surface of the connecting piece 43 is substantially horizontal, while the inner surface facing upward is formed with a slope 45 of 1g4 inward. Therefore, the arm piece 10 is biased by the spring 6, and the connecting piece 43 approaches and can grip the lower surface of the flange 3a of the weight 3.
form. An eye bolt 49 for connecting the string 6 is attached to the upper surface of the case 33, and a tiltable contact piece 51 that comes into contact with the contact piece S27 is attached to the front surface of the cylindrical part 32. A switch 54 having an operating end protruding from the back surface of the piece 51 and a storage battery 53 are housed in the cylindrical portion 32.

なお前記電動機Mは、交流電動機、直流電動機を用いる
ことができ、又直流電動機を用いるときには、自動車の
バッテリ等を利用して駆動できる。
Note that the electric motor M can be an AC motor or a DC motor, and when a DC motor is used, it can be driven using an automobile battery or the like.

然して地耐力測定装置1は、前記電動機Mを逆転し引上
げ具9を下降する。該引上げ具9のアーム片10は、前
記連結片43の斜面45が重錘3のフランジ3a上面と
当接しバネ6に抗して押開けた後、その把持部10aが
フランジ3aの下面に係合し、重錘3を把持させる。し
かるのち電動fiMを正転させ引上げ具9とともに重錘
を引上げる。重錘3が50c+nの高さまで引上げられ
たとき、前記接触片27が当片51に当接しスイッチ5
4をONさせ、従って電磁石7に通電することによって
、該電磁石7と、アーム片10の前記永久磁石41との
磁気反発作用によってアーム片10下端の把持部10a
を開き、重錘3を落下させる。
Thus, the soil bearing capacity measuring device 1 reverses the electric motor M and lowers the lifting tool 9. After the slope 45 of the connecting piece 43 contacts the upper surface of the flange 3a of the weight 3 and is pushed open against the spring 6, the arm piece 10 of the lifting tool 9 engages the grip portion 10a with the lower surface of the flange 3a. and hold the weight 3. Thereafter, the electric fiM is rotated normally and the weight is pulled up together with the lifting tool 9. When the weight 3 is pulled up to a height of 50c+n, the contact piece 27 contacts the contact piece 51 and the switch 5
4 is turned on, and therefore the electromagnet 7 is energized, the grip portion 10a at the lower end of the arm piece 10 is held by the magnetic repulsion between the electromagnet 7 and the permanent magnet 41 of the arm piece 10.
Open it and drop the weight 3.

該重錘3は受骸8、従ってロッド4に落下衝撃を与え、
地耐力に応じてそのコーン部26を打入し、又所定回数
の繰返しによるその打入深さによって地耐力が測定でき
る。
The weight 3 applies a falling impact to the support shell 8 and therefore to the rod 4,
The cone portion 26 is driven in according to the bearing strength of the soil, and the bearing strength of the soil can be measured by the depth of driving by repeating a predetermined number of times.

〔発明の効果〕〔Effect of the invention〕

叙上のごとく本発明の地耐力測定装置は、バネと電磁石
とを用いた引上げ具を介してロッドに嵌り合う重錘を引
上げかつ開放でき、又その引上げは電動機を用いるもの
であるため、地耐力測定作業が簡易化され作業能率を向
上するとともに、正しい高さから精度よくかつ簡易に重
錘を落下でき、測定精度の向上にも役立つなど多くの効
果を奏しうる。
As mentioned above, the earth bearing capacity measuring device of the present invention can pull up and release the weight fitted to the rod through a pulling tool using a spring and an electromagnet, and since the lifting is done using an electric motor, it is possible to It simplifies the proof stress measurement work and improves work efficiency, and it also has many effects, such as being able to easily and accurately drop the weight from the correct height, helping to improve measurement accuracy.

なお電磁石に外部電源から給電するコードを連結しても
よ(、又電磁石との磁気吸着によってアーム片の把持部
を開放するごとく形成するなど、本発明の地耐力測定装
置は種々な態様のものに変形できる。
Note that the earth bearing strength measuring device of the present invention can be used in various forms, such as connecting a cord that supplies power from an external power source to the electromagnet (or forming the grip part of the arm piece to be released by magnetic attraction with the electromagnet). It can be transformed into.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の一実施例を示す正面図、第2図は引上
げ具を例示する斜視図、第3図はその作用を示す断面図
である。 2−・支柱、 3−・−重錘、 4−ロッド、5−・紐
体、 6−バネ、 7−電磁石、8−・受骸、 9−・
−引上げ具、10−・・アーム片、10 a −−一把
持部、11・・−基台。 特許出願人 ナショナル住宅産業株式会社代理人 弁理
士 苗 村 正
FIG. 1 is a front view showing one embodiment of the present invention, FIG. 2 is a perspective view illustrating a pulling tool, and FIG. 3 is a sectional view showing its operation. 2--Strut, 3--Weight, 4-Rod, 5--String, 6-Spring, 7-Electromagnet, 8--Body, 9--
- Pulling tool, 10... Arm piece, 10 a - One gripping part, 11... - Base. Patent applicant National Housing Industry Co., Ltd. Agent Patent attorney Tadashi Naemura

Claims (1)

【特許請求の範囲】 11) 地表に載置される基台に立設した支柱により、
骨盤を膨設し該受難上に重錘を落下させる地耐力測定用
のロッドを支持させるとともに、前記支柱に、その上部
を周回する紐体を取付けかつ紐体の一端を電動機に連係
して巻取り可能とする一方、前記紐体の他端に、バネに
より付勢され前記重錘を把持しうるとともに電磁石を用
いて前記把持を開放するアーム片を具える引上げ具を結
着してなる地耐力測定装置。 (2) 前記アーム片がX字状に交差するとともに、そ
の下端に、重錘を把持する把持部を設けたことを特徴と
する特許請求の範囲第1項記載の地耐力測定装置。
[Claims] 11) By means of pillars erected on a base placed on the ground surface,
The pelvis is inflated and a weight is dropped onto the support rod to support the soil bearing capacity measurement, and a string is attached to the support that goes around the upper part of the support, and one end of the string is connected to an electric motor and wound. and a lifting device having an arm piece biased by a spring that can grip the weight and release the grip using an electromagnet is tied to the other end of the string. Yield strength measuring device. (2) The soil bearing force measuring device according to claim 1, wherein the arm pieces intersect in an X-shape, and a grip portion for gripping a weight is provided at the lower end of the arm pieces.
JP20389983A 1983-10-31 1983-10-31 Measuring method for bearing power of soil Pending JPS6095021A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20389983A JPS6095021A (en) 1983-10-31 1983-10-31 Measuring method for bearing power of soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20389983A JPS6095021A (en) 1983-10-31 1983-10-31 Measuring method for bearing power of soil

Publications (1)

Publication Number Publication Date
JPS6095021A true JPS6095021A (en) 1985-05-28

Family

ID=16481554

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20389983A Pending JPS6095021A (en) 1983-10-31 1983-10-31 Measuring method for bearing power of soil

Country Status (1)

Country Link
JP (1) JPS6095021A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02292272A (en) * 1989-04-21 1990-12-03 American Home Prod Corp New naphthalenylalkyl-3h-1,2,3,5-oxathiadiazole 2-oxide useful as antihyperglycemia agent
JPH0465828U (en) * 1990-10-10 1992-06-09
JPH09279560A (en) * 1996-04-11 1997-10-28 Seiichi Mafune Intrusion testing machine
ES2316229A1 (en) * 2006-03-27 2009-04-01 Tecnicas Y Construcciones Industriales, S.A. System for tests for dynamic penetration. (Machine-translation by Google Translate, not legally binding)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02292272A (en) * 1989-04-21 1990-12-03 American Home Prod Corp New naphthalenylalkyl-3h-1,2,3,5-oxathiadiazole 2-oxide useful as antihyperglycemia agent
JPH0465828U (en) * 1990-10-10 1992-06-09
JPH09279560A (en) * 1996-04-11 1997-10-28 Seiichi Mafune Intrusion testing machine
ES2316229A1 (en) * 2006-03-27 2009-04-01 Tecnicas Y Construcciones Industriales, S.A. System for tests for dynamic penetration. (Machine-translation by Google Translate, not legally binding)

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